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ARRANGEMENT OF EARTHQUAKE RESISTANT ELEMENTS AND STRUCTURAL PROPERTIES OF TWO-SPAN TRADITIONAL WOODEN FRAMES WITH LARGE SECTION BEAMS

机译：大截面梁两跨传统木制框架的地震抗性元件的布置及结构性能

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Naoto IDATE; Noriko TAKIYAMA;
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1. Structural mechanism of traditional wooden frames by dynamic and static tests [J] . Yoshiyuki Suzuki, Masaki Maeno Structural Control and Health Monitoring . 2006,第1期

机译：传统木框架结构机理的动态和静态测试
2. Development of connections between hybrid steel truss-FRC beams and RC columns for precast earthquake-resistant framed construction [J] . Gustavo J. Parra-Montesinos, Prabuddha Dasgupta, Subhash C. Goel Engineering Structures . 2005,第13期

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3. Development of cold-formed steel elements for earthquake resistant moment frame buildings [J] . Alireza Bagheri Sabbagh, Mihail Petkovski, Kypros Pilakoutas, Thin-Walled Structures . 2012,第期

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4. EARTHQUAKE RESPONSE ANALYSIS FOR JAPANESE TRADITIONAL WOODEN BUILDINGS WITH MUD WALLS USING SEMI-RIGID FRAME MODEL [C] . B.Wu, X.J.Zheng, D.H.Li, Innovation, practice, safety . 2008

机译：基于半刚性框架模型的日本传统木结构泥浆墙地震反应分析
5. Hybrid fiber reinforced concrete-encased steel truss beams for earthquake-resistant framed structures. [D] . Dasgupta, Prabuddha. 2005

机译：混合纤维增强混凝土包裹的钢桁架梁，用于抗震框架结构。
6. Nonlinear Earthquake Analysis of Reinforced Concrete Frames with Fiber and Bernoulli-Euler Beam-Column Element [O] . Muhammet Karaton -1

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7. 3-D seismic response frame analysis of traditional wooden buildings in Noto Peninsula Earthquake [O] . 大門功昌, 村田晶, 池本敏和, 2011

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8. Static and Dynamic Properties of Fire-Resistant Wooden Structural Elements [R] . Brink, F. E. 1966

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ARRANGEMENT OF EARTHQUAKE RESISTANT ELEMENTS AND STRUCTURAL PROPERTIES OF TWO-SPAN TRADITIONAL WOODEN FRAMES WITH LARGE SECTION BEAMS

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